Public Works Roads Department Tender
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Costs
EMD
₹ 13,19,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Barpeta District I.br. No. 1/1 On Nh-31 To Stella Maris School Road Ii.br. No. 1/1 On Sankar Bazar To Barpeta Road Via Bilashipara
Description
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Contact
Tender Id
2024_PWRDW_37231_26Bid Award Id
ViewTender No
RFB No CEEAPARRBP01Tenders2024/21Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
15
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I) Ordinary Soil. A. Manual means
i) depth upto 3.0m (without dewatering) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
158
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Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
1
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Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
4.77
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Providing and constructing one span service road to reach island location from one pier location to another pier locationLabour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
10
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Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications
A. Well Curb i. RCC M-35 Grade. Case I. Using Concrete Mixer ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
88.56
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B. Well Steining i. RCC M-35 Grade Case I. Usuing Concrete Mixer
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
766.73
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C. Bottom Plug Concrete to be placed usuing tremie pipe i. PCC Grade M-25 Grade . Case I. Using Concrete Mixer
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
416.68
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F. Well Cap i. RCC M-35 Grade Case I. Using Concrete MixerProviding and constructing temporary island for construction of well foundation complete as per technical specification. (C) For 8.0 m dia well - Depth of Water above 3.0 m. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
241.15
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.Providing and constructing one span service road to reach island location from one pier location to another pier location i) Br. No. 1/1 on NH-31 to Stella Maris School Road
25
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Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil
i. Depth below Bed Level upto 3.0m ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
9
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ii. Beyond 3.0m upto 10.0m
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
21
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iii. Beyond 10m upto 20m
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
15.68
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 mConstruction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
417.69
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Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
985.79
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
259.2
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
54.69
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Levelling course for Pile Cap i) Br. No. 1/1 on NH-31 to Stella Maris School Road
14.15
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SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
40
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete PumpExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m i) Br. No. 1/1 on NH-31 to Stella Maris School Road
239.6
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
128.63
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
42.65
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
18.13
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Integrity testing of pile using low strain / sonic integrity test / Sonic echo test method in accordance with is 14893 including surface preparartion of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results. all complete as per direction of Engineer - in - Charge. Note : The inclusion of the above them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.Levelling course for Pile Cap i) Br. No. 1/1 on NH-31 to Stella Maris School Road
6
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
3600
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 1/1 on NH-31 to Stella Maris School Road
29.36
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
48.64
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
6.14
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
186.44
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specificationIntegrity testing of pile using low strain / sonic integrity test / Sonic echo test method in accordance with is 14893 including surface preparartion of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results. all complete as per direction of Engineer - in - Charge. Note : The inclusion of the above them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
19.26
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
28
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy materialPlain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
16.74
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Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
437.4
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
20
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
61.18
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure Without plasticiser, RCC Grade M35, as per drawing and Technical Specification' including steel shuttering formwork. Using Batching Plant, Transit Mixer and Concrete PumpProviding and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification i) Br. No. 1/1 on NH-31 to Stella Maris School Road
123.17
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
17.23
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy material i) Br. No. 1/1 on NH-31 to Stella Maris School Road
6.83
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Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
1
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5)Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
5.61
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
5.61
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure Without plasticiser, RCC Grade M35, as per drawing and Technical Specification' including steel shuttering formwork. Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 1/1 on NH-31 to Stella Maris School Road
17.85
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
17.85
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
17
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
25.5
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Drainage Spouts complete as per drawing and Technical specificationP.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
6
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Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
24
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsReinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
15.58
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
49.28
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Providing, fitting and fixing mild steel railing complete as per drawing and technical specification.Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
55.4
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
175.2
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 mDrainage Spouts complete as per drawing and Technical specification i) Br. No. 1/1 on NH-31 to Stella Maris School Road
19.73
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
341.64
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 1/1 on NH-31 to Stella Maris School Road
12.38
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
297.78
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder Providing, fitting and fixing mild steel railing complete as per drawing and technical specification. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
24.59
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
525.13
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Toe Wall.Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B . Mechanical Means, (I) Without dewatering (i) Depth upto 3 m i) Br. No. 1/1 on NH-31 to Stella Maris School Road
13.69
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
292.82
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 1/1 on NH-31 to Stella Maris School Road
0.09
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
663.31
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder i) Br. No. 1/1 on NH-31 to Stella Maris School Road
400.37
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
0.38
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M15 for Toe Wall. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
70.22
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
739.57
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 i) Br. No. 1/1 on NH-31 to Stella Maris School Road
318.6
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
7177.29
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 .Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 i) Br. No. 1/1 on NH-31 to Stella Maris School Road
152.55
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
692.24
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WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual MeansConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No. 1/1 on NH-31 to Stella Maris School Road
56.25
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 . ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
332.58
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WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual MeansConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land i) Br. No. 1/1 on NH-31 to Stella Maris School Road
56.25
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WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
123.09
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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraintsConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 . i) Br. No. 1/1 on NH-31 to Stella Maris School Road
568
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WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
123.09
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Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means i) Br. No. 1/1 on NH-31 to Stella Maris School Road
155.74
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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
1553.62
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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation.WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means i) Br. No. 1/1 on NH-31 to Stella Maris School Road
155.74
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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
172
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints i) Br. No. 1/1 on NH-31 to Stella Maris School Road
16
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Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
521.01
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. i) Br. No. 1/1 on NH-31 to Stella Maris School Road
1
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Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
521.01
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantation. 900mm equilateral triangle
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
4
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600mm x 600mm square
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
4
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
26
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specificationsProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 i) Br. No. 1/1 on NH-31 to Stella Maris School Road
24
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
2
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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) Br. No. 1/1 on NH-31 to Stella Maris School Road
30
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
900 mm equilateral tringle ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
4
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm x 600 mm square ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
4
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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications i) Br. No. 1/1 on NH-31 to Stella Maris School Road
26
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
65.65
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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
76
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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
72
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
3
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
12
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
12
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 location for 1 season for 1 year (operation Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 location for 2 seasons for 1 year (operation Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
6
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
3
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Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
12
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Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
12
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 1 season for 1 year
(operation Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
6
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
3
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
12
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
12
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 1 season for 1 year
(operation Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
6
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 1 season for 1 year (Pre-Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
3
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
12
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
12
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 1 season for 1 year (operation Stage)
i) Br. No. 1/1 on NH-31 to Stella Maris School Road
3
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
6
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A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 4,89,672.00 (not to be changed by the Bidder in BOQ) i) Br. No. 1/1 on NH-31 to Stella Maris School Road
1
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A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 16,29,963.00 (not to be changed by the Bidder in BOQ) ii) Br. No. 1/1 on Sankar Bazar to Barpeta Road via Bilashipara
1
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